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Relevant bibliographies by topics / Concrete walls Concrete walls Earthquake resistant design

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Academic literature on the topic 'Concrete walls Concrete walls Earthquake resistant design'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Concrete walls Concrete walls Earthquake resistant design"

1

E.V., Shipacheva, Pirmatov R. Kh., and Turdalieva M.K. "Heat Engineering Heterogeneity Of The Outer Walls Of Earthquake-Resistant Buildings." American Journal of Interdisciplinary Innovations and Research 02, no. 12 (2020): 1–8. http://dx.doi.org/10.37547/tajiir/volume02issue12-01.

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When assessing the level of energy efficiency of civilian buildings, a special place is given to establishing the level of thermal protection of their external enclosing structures. Significant discrepancies in the results of theoretical and experimental studies of heat fluxes through the outer walls of buildings erected in seismic areas are associated with the design features of fences - the presence of reinforced concrete elements in them: anti-seismic belts at the level of floors, cores at intersections of walls and along the edges of large window openings ... In addition, in recent years,

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Mohammad, Eisa, and Eisa Mohammad. "The necessity of transverse steel reinforcement for confinement in structural reinforced concrete walls using nonlinear static and dynamic analysis method." Facta universitatis - series: Architecture and Civil Engineering 18, no. 2 (2020): 161–75. http://dx.doi.org/10.2298/fuace200817012m.

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Reinforced concrete walls are one of the most efficient and earthquake-resistant systems. In order to provide adequate performance against seismic forces, their ductility should be provided by considering some design principles. Since confining the concrete increases the ductility of the reinforced concrete members, design instructions try to increase the ductility of the wall by utilizing transverse rebars in a certain length of wall edges. In this study, the need for the transverse steel bars to apply confinement in concrete is compared with the equations suggested by previous studies for th

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Zygouris, N. St, G. M. Kotsovos, D. M. Cotsovos, and M. D. Kotsovos. "Design for earthquake-resistent reinforced concrete structural walls." Meccanica 50, no. 2 (2014): 295–309. http://dx.doi.org/10.1007/s11012-014-9877-1.

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4

Paulay, Thomas. "The Design of Ductile Reinforced Concrete Structural Walls for Earthquake Resistance." Earthquake Spectra 2, no. 4 (1986): 783–823. http://dx.doi.org/10.1193/1.1585411.

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In the design of reinforced concrete multistorey buildings, in which lateral load resistance has been assigned to structural walls, the emphasis should be on a rational strategy in the positioning of walls and the establishment of a hierarchy in the development of strengths to ensure that in the event of a very large earthquake brittle failure will not occur. The preferred mode of energy dissipation should be flexure in a predictable region. Therefore failures due to diagonal tension or compression, crushing of concrete in compression, sliding along construction joints, instability of wall ele

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Massone, Leonardo M., Patricio Bonelli, René Lagos, Carl Lüders, Jack Moehle, and John W. Wallace. "Seismic Design and Construction Practices for RC Structural Wall Buildings." Earthquake Spectra 28, no. 1_suppl1 (2012): 245–56. http://dx.doi.org/10.1193/1.4000046.

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Reinforced concrete buildings utilizing structural walls for lateral load resistance are the predominant form of construction in Chile for buildings over four stories. Typical buildings include a large number of walls, with ratios of wall cross-sectional area to floor plan area of roughly 3% in each principal direction. Based on the good performance of RC buildings in the March 1985 earthquake, requirements for closely spaced transverse reinforcement at wall boundaries were excluded when Chile adopted a new concrete code in 1996 based on ACI 318-95. In recent years, use of three-dimensional li

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Mukanbet kyzy E. and E.T. Toktoraliev. "ANALYSIS OF THE BASIC DESIGN PRINCIPLES OF LOW-RISE RESIDENTIAL BUILDINGS." Herald of KSUCTA n a N Isanov, no. 4 (December 16, 2019): 634–38. http://dx.doi.org/10.35803/1694-5298.2019.4.634-638.

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This article investigates the basic provisions of design of earthquake-resistant low-rise buildings and formulated the basic principles of design of earthquake-resistant buildings by design, erected in seismic areas: frame, volume-block, large-panel, with walls of large blocks, with walls of monolithic concrete, with walls of complex structure, with load-bearing walls of brick or stone, wooden buildings with walls of local materials. Seismically unfavorable conditions, which are designed as a large part of the terrain land (steep shores, gorge, water, etc.), impact disturbance, physiographic p

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Yoon, Seung Joe, Soo Yeon Seo, and Chang Sik Kim. "Seismic Capacity of Reinforced Concrete Frame Strengthened with In-Filled Wall Using Embedded Form." Applied Mechanics and Materials 236-237 (November 2012): 636–39. http://dx.doi.org/10.4028/www.scientific.net/amm.236-237.636.

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This study includes the development of the seismic retrofit technology that structural frame of building is strengthened by installing additional wall with embedded form after demolition of the inner walls of unreinforced masonry wall including the exterior design walls. In addition, this paper involves the earthquake resistant performance evaluation of the system through an experimental work. From the test, it was turned out that as for the maximum strength of the specimens, the maximum load was similar regardless of whether using the embedded form. However, EF-IW-H1(embedded form) specimen w

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Paulay, T., and W. J. Goodsir. "The capacity design of reinforced concrete hybrid structures for multistorey buildings." Bulletin of the New Zealand Society for Earthquake Engineering 19, no. 1 (1986): 1–17. http://dx.doi.org/10.5459/bnzsee.19.1.1-17.

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To complement existing capacity design procedures used in New Zealand for reinforced concrete buildings in which earthquake resistance is provided by ductile frames or ductile structural walls, an analogous methodology is presented for the design of ductile hybrid structures. Modelling and types of structures in which the mode of wall contribution is different are briefly described. A step by step description of a capacity design procedure for a structural system in which fixed base ductile frames and walls, both of identical height, interact, is presented. The rationale for each step is outli

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Tremblay, R., P. Léger, and J. Tu. "Inelastic seismic response of concrete shear walls consideringPdelta effects." Canadian Journal of Civil Engineering 28, no. 4 (2001): 640–55. http://dx.doi.org/10.1139/l01-029.

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The inelastic response of a typical 12-storey ductile reinforced concrete flexural wall is examined under strong earthquake ground motions to determine the importance of Pdelta effects and assess the seismic demand in shear and flexure. According to the stability factor approach of the National Building Code of Canada (NBCC) to account for Pdelta effects, the flexural strength of the wall has to be increased by as much as 29%. However, the inelastic dynamic analyses indicate that Pdelta effects on lateral deformations and curvature ductility demand are negligible for walls that meet the 2%

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Han, Jun, Ying Min Li, Wei Xian Chen, Wei Jiang, and Wei Zhao. "Verification of Adjustment Method of Design Seismic Shear Force of the Frame in RC Frame-Shear Wall Structure." Advanced Materials Research 163-167 (December 2010): 1736–43. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1736.

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Reinforced concrete frame-shear wall structure is a double resistance to lateral force system, in which the frames and shear walls work cooperatively and the distributive rule of the earthquake force varies with different earthquake actions. To ensure the frames bear the increasing earthquake shear force and play a role of second defense line due to the internal force re-distribution after the stiffness degradation of shear walls, the elastic design earthquake shear force of the frames should be adjusted. However the adjustment measures applied in Chinese code are proposed according to the des

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Dissertations / Theses on the topic "Concrete walls Concrete walls Earthquake resistant design"

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Pilakoutas, Kypros. "Earthquake resistant design of reinforced concrete walls." Thesis, Imperial College London, 1990. http://hdl.handle.net/10044/1/7215.

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Toranzo-Dianderas, Luis Alberto. "The use of rocking walls in confined masonry structures : a performance-based approach." Thesis, University of Canterbury. Department of Civil and Natural Resources Engineering, 2002. http://hdl.handle.net/10092/2099.

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Excessive economic loss and large social impact, due to extensive damage and operational problems in aseismic structures, has been observed following recent earthquakes. This situation is leading to the formulation of a new design paradigm in seismic-engineering. Performance-based design, addressing life-safety, damage-control and functionality issues, is expected to supersede in the near future the current prescriptive serviceability/life-safety approach. In this context, the observed extent of damage in masonry structures, as a consequence of recent moderate and strong earthquakes, seems to

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Malyszko, Thomas E. "The nonlinear response of reinforced concrete coupling slabs in earthquake-resisting shearwall structures /." Thesis, McGill University, 1986. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=66183.

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Spathelf, Christian Alexander. "Assessment of the behaviour factor for the seismic design of reinforced concrete structural walls according to SANS 10160 : part 4." Thesis, Link to the online version, 2008. http://hdl.handle.net/10019/2039.

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Le, Roux Rudolf Cornelis. "Assessment of seismic drift of structural walls designed according to SANS 10160 - Part 4." Thesis, Stellenbosch : University of Stellenbosch, 2010. http://hdl.handle.net/10019.1/5282.

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Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2010.<br>ENGLISH ABSTRACT: Reinforced concrete structures, designed according to proper capacity design guidelines, can deform inelastically without loss of strength. Therefore, such structures need not be designed for full elastic seismic demand, but could be designed for a reduced demand. In codified design procedures this reduced demand is obtained by dividing the full elastic seismic demand by a code-defined behaviour factor. There is however not any consensus in the international community regarding the appropriate valu

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Van, der Merwe Johann Eduard. "Rocking shear wall foundations in regions of moderate seismicity." Thesis, Stellenbosch : University of Stellenbosch, 2009. http://hdl.handle.net/10019.1/1957.

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Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2009.<br>ENGLISH ABSTRACT: In regions of moderate seismicity it has been shown that a suitable structural system is created when designing the shear wall with a plastic hinge zone at the lower part of the wall, with the shear walls resisting lateral loads and all other structural elements designed to resist gravity loads. A suitably stiff foundation is required for the assumption of plastic hinge zones to hold true. This foundation should have limited rotation and should remain elastic when lateral loads are applied to the s

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Khalil, Ahmed Amir Ghobarah Ahmed. "Rehabilitation of reinforced concrete structural walls using fibre composites /." *McMaster only, 2005.

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Sabri, Amirreza. "Seismic Retrofit of Load Bearing URM Walls with Internally Placed Reinforcement and Surface-Bonded FRP Sheets." Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/40675.

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Concrete block masonry is a common building material used worldwide, including Canada. Reinforced masonry buildings, designed according to the requirements of recent building codes, may result in seismically safe structures. However, unreinforced masonry (URM) buildings designed and constructed prior to the development of modern seismic design codes are extremely vulnerable to seismic induced damage. Replacement of older seismically deficient buildings with new and seismically designed structures is economically not feasible in most cases. Therefore, seismic retrofitting of deficient buildings

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Ireland, Matthew. "Development of a selective weakening approach for the seismic retrofit of reinforced concrete structural walls : a thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering at the University of Canterbury /." 2007. http://library.canterbury.ac.nz/etd/adt-NZCU20071102.134515.

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Abdul, Hamid N. H. "Seismic damage avoidance design of warehouse buildings constructed using precast hollow core panels : a thesis submitted in partial fulfilment of the requirements for the degree of Doctor of Philosophy in Civil Engineering in the University of Canterbury /." 2006. http://library.canterbury.ac.nz/etd/adt-NZCU20070430.150657.

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Books on the topic "Concrete walls Concrete walls Earthquake resistant design"

1

Linde, Peter. Numerical modelling and capacity design of earthquake-resistant reinforced concrete walls. Birkhäuser, 1993.

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Bachmann, Hugo. Zur Erdbebensicherung von Mauerwerksbauten. Vdf Hochschulverlag AG an der ETH Zürich, 2002.

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3

Sullivan, Timothy J. Seismic design of frame-wall structures. IUSS Press, 2006.

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El-Tawil, Sherif. Recommendations for seismic design of hybrid coupled wall systems. SEI/America Society of Civil Engineers, 2010.

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5

Amrhein, James E. Tall slender walls: Estimating curves for area of steel for reinforced masonry. 2nd ed. Masonry Institute of America, 1994.

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6

International Video Workshop on Safer Housing Focusing on Confined Masonry Structures (2009 Tokyo, Japan, etc.). Proceedings of International Video Workshop 2009 on safer housing focusing on confined masonry structures: March 23, 2009, Tokyo, Tsukuba, Jakarta, Banddugn, Yogyakarta, Kathmandu, Islamabad, Peshawar, Istanbul and Ankara = Wakugumi kōzō no taishinsei kōjō ni kansuru kokusai bideo wākushoppu hōkokusho : shindōdai jikken kekka, hekitai kurikaeshi karyoku jikken kekka, genchi kensetsu jōkyō chōsa hōkoku o chūshin ni. Building Research Institute, Ministry of Construction, 2009.

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7

Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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Goodsir, W. J. The design of coupled frame-wall structures for seismic actions. Dept. of Civil Engineering, University of Canterbury, 1985.

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10

Alekseenko, Vasiliy, and Oksana Zhilenko. Design, construction and operation of buildings in seismic areas. INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1000210.

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The main purpose of the textbook is to acquaint students and engineers with the principles of design and construction of buildings and structures in seismic areas. The tutorial sets out the basic principles of design and construction of frame, large-panel buildings, buildings with load-bearing walls made of small-piece stones and large blocks, buildings made of local materials, frameless buildings made of monolithic reinforced concrete. The design requirements for buildings in earthquake-prone areas are described, and the main requirements for the production of works and implementation o

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Book chapters on the topic "Concrete walls Concrete walls Earthquake resistant design"

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Ivorra, Salvador, Dora Foti, Ilaria Ricci, Giada Gasparini, Stefano Silvestri, and Tomaso Trombetti. "Shaking Table Test Design to Evaluate Earthquake Capacity of a 3-Storey Building Specimen Composed of Cast-In-Situ Concrete Walls." In Experimental Research in Earthquake Engineering. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-10136-1_21.

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Conference papers on the topic "Concrete walls Concrete walls Earthquake resistant design"

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LI, Guoqiang, Mengde PANG, Feifei Sun, Liulian LI, and Jianyun SUN. "Experimental Comparison Study on Cyclic Behavior of Coupled Shear Walls with Two-Level-Yielding Steel Coupling Beam and RC Coupling Beam." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7026.

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Coupled shear walls are widely used in high rise buildings, since they can not only provide efficient lateral stiffness but also behave outstanding energy dissipation ability especially for earthquake-resistance. Traditionally, the coupling beams are made of reinforced concrete, which are prone to shear failure due to low aspect ratio and greatly reduce the efficiency and ability of energy dissipation. For overcoming the shortcoming of concrete reinforced coupling beams (RCB), an innovative steel coupling beams called two-level-yielding steel coupling beam (TYSCB) is invented to balance the de

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Nickell, Robert E. "Nuclear Plant Structures: Resistance to Aircraft Impact." In ASME 2003 Pressure Vessels and Piping Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/pvp2003-1806.

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Reinforced concrete structures at nuclear power plants in the United States, in particular containment structures, are designed to be extremely robust and rugged. The ruggedness and robustness of containment structures can be attributed to their design basis, which includes pressure and thermal loads from severe reactor and primary coolant circuit accident events. In addition, the inherent structural integrity of these structures is demonstrated by the degree of protection provided against severe natural phenomena, such as earthquake loads, tornado missiles, floods, and fires. To some extent,

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Morrill, K. B., L. J. Malvar, J. E. Crawford, and J. M. Ferritto. "Blast Resistant Design and Retrofit of Reinforced Concrete Columns and Walls." In Structures Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)154.

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Bogdan, T., A. Zona, G. Leoni, A. Dall'Asta, C. Braham, and H. Degée. "DESIGN AND PERFORMANCES OF STEEL-CONCRETE HYBRID COUPLED SHEAR WALLS IN SEISMIC CONDITIONS." In 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4674.c1295.

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Chiu, Chien-Kuo, Fu-Pei Hsiao, Wen-I. Liao, Samuel Jonathan Quacoo, Chin-En Ho, and Zi-En Gu. "Retrofitting Non-Ductile RC Frames for Seismic Resistance Using Post-Installed Shear Walls." In ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93399.

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Abstract Reinforced Concrete (RC) frame structures that were designed and built according to older standards can be damaged during destructive earthquakes as a result of insufficient lateral strength and/or deformation capacity. Such structures must be retrofitted to satisfy the current requirements and to survive future earthquakes. Owing to its high lateral strength and stiffness capacity of an RC wall, the post-installation of an RC wall in a non-ductile frame for retrofit is a widely used retrofitting technique. However, for frame structures with low-strength concrete, the typically used c

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Olmati, P. "MONTE CARLO ANALYSIS FOR THE BLAST RESISTANCE DESIGN AND ASSESSMENT OF A REINFORCED CONCRETE WALL." In 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4631.c1534.

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Hosseini, Mahmood, Arash Khosahmadi, Adolfo Santini, and Nicola Moraci. "A More Realistic Lateral Load Pattern for Design of Reinforced Concrete Buildings with Moment Frames and Shear Walls." In 2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake. AIP, 2008. http://dx.doi.org/10.1063/1.2963937.

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Xiao, Congzhen. "Case study on comparison between Chinese and American design of high-rise RC frame-core-tube structure." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0029.

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<p>Two identical high-rise reinforced concrete (RC) frame-core-tube structures, located in Beijing China and San Francisco America, respectively, are designed using the Chinese and the American codes. Methods to determine load, seismic action, and material strength for seismic design in the Chinese and American codes are presents in this paper, and the major differences of design results are compared. Elastic response of the two structures are calculated by the mode-superposition response spectrum method, and the member dimension, dynamic characteristics, displacement, and reinforcement

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Inaba, Satoru, Takuya Anabuki, Kazutaka Shirai, Shuichi Yabana, and Seiji Kitamura. "Shaking Table Tests With Large Test Specimens of Seismically Isolated FBR Plants: Part 2—Damage Test of Reinforced Concrete Wall Structure." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77603.

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This paper describes the dynamic damage test of a reinforced concrete (RC) wall structure with seismic isolation sysytem. It has been expected that seismically isolated structures are damaged in sudden when the accelerations of the structures exceed a certain level by hardening of the rubber bearings. However, the response behavior and the damage mode have not been observed by experimental test yet. So, shaking table tests were carried out at “E-Defense”, equipping the world’s largest shaking table, located at Miki City, Hyogo prefecture, Japan. The specimen was composed of an upper structure

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Kitamura, Seiji, Masaki Morishita, Shuichi Yabana, Kazuta Hirata, and Katsuhiko Umeki. "Shaking Table Tests With Large Test Specimens of Seismically Isolated FBR Plants: Part 1—Response Behavior of Test Specimen Under Design Ground Motions." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77614.

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The seismic isolation technology is planned to introduce to the next generation’s fast breeder reactor (FBR) plants in order to reduce seismic load subjected to components. To grasp the ultimate behavior of a seismically isolated plant under extremely strong earthquake at a level beyond the design ground motions and to establish ultimate strength design methods of seismic isolators, we made a series of shaking table test with large test specimen of seismically isolated FBR plants. The ultimate behavior test was performed using one of the world largest three-dimensional shaking tables “E-Defens

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